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Home My WebLink About2366-p-1ECORD DRAWIN THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., HAS NOT VERIFIED THIS INFORMATION AND IS NOT RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY, NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY' HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT. i L-e�--vvrm J•� I DRESCO REPRODUCTION INC. 129240 CONNECTION SCHEDULE -FIXTURE G Yttti. PIPE SIZE SYMBOL FIXTURE V. '. �i.V TF.AP DESCRIPTION S . OF V. U I CAP s . OF. V. SEWER/WASTE 61LOV of ADE "� ---- IPA_ 10F4G+btJ 4 -f o " eoo�-i 4.&b. o 18 F - I DATE R 3� 21I ♦'ENI fIFE - _ INT, E. v. c OL D V JLT t F. tr t FE --'� !{.V. 10107 WRIER PIPE t�------- C. OAS IF I r E G F.1, I A f I F t - p. S. J''_1FthIC_� F_2 K)ATeF_ �u 2'' - 10T r-�I � 11� V 0� �-rw 4e.0'r ---- A. CLOSET AIR (COKFRESSED) I C.V. GATE VALVE F-3 URI tJ A L 21I I PRESSURE REDUC 1 NC VALVE I tJ T, # (o 540.61-7 tI SLoaN 0 4110- 3 - -- - --f-- - --- I.•HA i�/i,P i..p . ACCESS PANEL ►'�-oris-�" �I��ir��--2� F- 4 1.106.,VA•Torty 211 1 Vii'' i2" y2O y21' L.6 'rpm, F. 5 L,AVAToRY 2'1 Iy2'1 V21' yt'I Ilk' �7R.IM-�.1� •��01-"'C•-fV ,Corfv�l vjpe 1olle-0:' P=rTI*P 1.0 SINK 2 II 1 IALII 1110 YZII 1 Ind yK- -80 evcoP . PJ4H -rAI M LW-.- I to'I __ C LI�,�+•tJ.�I �-I r-it�Fvfi-t? -#� � -233Z� F r r�.O� oU SLE Si I N K I I /(�II • f/II � �(r I 1 /v� .I�oH� -�I . I� ��`PL� j�Pto�/�.1��1-I�G��y u�tr_ t'• F -8 13A. Fz, 1 2 I II I y2 I/2 II I II N 1 yz r' • I r•-P•��R• s- �3�,�� y1Nh 64oP4 EFL ,l✓1 .y_ -��.��_IG:-'110_-'.f_�-.._. t I II - 'tI7•I,'�'�I~I � -POW 4H C e,- �_Io EMERGE( c-�W E R 1y2� -•- �INA4.J 5'I #� 83ao N2" - ,.._ I y211 II SMI oo - J. �. . �� 2 s A F I Z Ft1x 211 I II _ _ I ve " J. R. SMITH Zooe- ^ W I-ro TF -16.P I= f2_1 M E rZ- . J �• M ? �' 1DFRRAIhI �_ 4 � �-�2' 211 10i" _ _ ( Va., I I I J , rz. SH I T H ' # 'S 6o I BIND E L.EGTR-IG M&T. EF. 2." ILII VL"_ II�2it !1 PAWS"# 14616 5F? I�ralr�L ISON/ ,14 , Coote (muG IQ )q.4A #W- SIt25- 2 Wj*t..tJ M I t4 U M _�1>e-*LjL_M. �. 9 e:W✓IGEs II ?t -v.- o i. I 4i I M -- - ' PF.O-M 1.a1. 030 12P raw Hca►I �1�a-t� co, i ou -T6 Rs 54L ecr rr I ►�"i0'1 t -J ZI' 1 �, ley I II gry . ARe4q :, I~ I0 M C.0mP,, Cdl.10t2 "z"19_10'F.. •l�i�l,>,.r'D M GCS�ZS_ SPS. l� , �G�. D�1°1 Do r 10 A 6140 I't.+� -- ----- -- - - - _ - - -- _- QUO --- -# i r � -1- U ISI VE 0 EG_K GLAMP 1 2g�*1 P, ?,,alto - .. -�-'---�?�P�-mss _. �► �OU��1�..9G f�R -� o..P�►J To 111-TMosrOFp Go �O��s,�aT.E_._L�f�t�b►J _. TPF CONDENSATE DETAIL _.�1z �or�I _' - 1✓11. s . Iric�l. - ►�a, SN - _.- 6%4C4lZ4rot .1�1NI01;OP.*A I*0+1vo PIPE I N SjL AT 10 N i E D U L E f r1U10 1ENF. PIPE SIZE I INSIIL,ATION 'rml0KNESS IWSULAl IDI; 11r•ILIE 105`► - 2006r 1" AND LESS 1 O5 ` F • 20041" 411 414 i 2. 0" R = 4.0 THE CALIFORNIA NON-RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED, AND THE DESIGN, DRAWINGS, AND CALCULATIONS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. / � n A 4-kL 8/21 DATE WAVE AL CAL RE6 UPON T. -2-MATERIAL SPECIFICATIONS: A II Ml CCOOMPLAND RESSIVEE CEMENT TRENG1TH 3b00 PSI. AT 28 �GNAYS a$1MBAR 9 TERMEDIATE CINF�F�aNG WELDED WIRE MESH TM At85 ST INSIDE 3CS WITH JRPFESBLACK NO1QAS TM R-ASTM 0-41•FH.A.TY EOII.N 411SE0 FOR TPCUCt%T PURPOSES SES CCAASUNLESSTLCE�hgLT TT�Og� D � CDMR4CTE0 FILL APP ..6�TAIVOARD GROUND WATER SEAL- BUTYL rsO�F'k WIC OR CEMENT MORTAR. I , TING A 13 C 0 E F' G 'H LONGITUDINAL SECTION END VIEW M C NOTTINGHAM CO HIG THREE COMPARTMENT INDUSThIAL DNO 8038 DATE: 1-17-79 . DRAWN GW Of CALIFOPIPM$90 SOUTH ARROYO /KWY WASTE CLARIFIER rASAOCNA CALWOVM 94105 SCALE Se"4V SHEET I OF I CHKD REVISED DATEIzS urcn�ir�••� . 14. INSTALL BACKr,,.Ow PREVENTER DEVICES AS REQUIRED BY LOCAL CODE. 15. ALL PENETRATION OF FIRE -RA "t l) SURFACES SHALL BE MADE WITH A NON --COMBUSTIBLE KATUTAL OF A FIRE RATING EQUAL TO MATERIAL PEN`eTRATLZ a :?D SHALL BE COMPLETELY FIRESTOPPED . REFER 'M ARCHITEC'T'URAL PLANS TO DETERMINE FIRE -RATED SURFACES AND I'-'CLUDE ALL COSTS IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT EQUIPMENT STING PROVIDED AND .TNST'ALLED BY SIM. WILL FIT DIMENSIONALLY IN LOCATIONS SHOWN ON •THE CONT AACT DRAWINGS. - 17. ]PLUMBING COLO WATLR *ND NOT WATER LINES HAVE BEEN SIZED BY THE UNIFORM PLUMBIN ; COD=: 1908 TABLE 10-2. 18. EXALT LOCA'T'ION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL R OBT`, INr'.D F.10MI ARCHITECTURAL DRAWINGS. CDOROI � tAwf& PIPES FLOU TI �� I � 1��L--4 W rTH PCU I PM&H-r. 19. 'rEAr:H T,AVA r- )RY AND SINK HAVE ITS OWN SHUT OFF VALVE. 20. AI.L PLUMBING iIXTUR.E VENTS SHALL TERY.INATE HOT LESS THAN TEN FEET F'20M OR AT LEAST THREE FEET ABOVE, ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VLN'T' SHAFT, NOR LESS THAN ONE FOOT FROM ANY VERTICAL SURFACE. 21. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS. 22. UNIONS SHALL BE PROVIDED AND- INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. PROVIDE AND INSTALL ISOLATION UNIONS ON .ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 23. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIX'T'URE LOCATIONS AND MOUNTING HEIGHTS. ( INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH ARMSTRONG . "ARMOFLEX" OR EQUAL.) 24. THE CON*j.,,2AC7'OR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND THE ELECTRICAL LIGHTING LAYOUT. 25. ALL PLUMBING WORK SHALL BE INSTALLED SO AT TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 20. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 27. ALL PIPING DISCHARGING INTO FLOOR-SIN;�S AND/OR FLOOR -DRAINS SHALL HAVE A MINIMUM AIR GAP 'AS REQUIRED BY LOCAL CODES. 28. WHERE STREET MAIN PRESSURE EXCEEDS 80 PSI, PROVIDE PRESSURE REDUCING VALVE ASSEMBLY COMPLETE WITH RELIEF VALVE. 29. ALL SEWER PIPING BELOW FLOOR SHALL BE SLOPED AT A MINIMUM OF 1/4 INCH PER FOOT. 30. SHOWER HEADS, LAVATORY FAUCETS AND SINKS (NOT INCLTIDING SERVICE SINK FAUCETS) , SHALL MEET THE FLOW REQUIRk24ENTS OUTLINED IN THE APPLIANCE EFFICIENTY STANDARDS. 31. LAVATORIES IN RESTROOMS OF PUBLIC FACILIT7;-S SHALL BE EQUIPPED WITH OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A VAA.XIMUM OF 0.5 GPM OR WITH. SELF CLOSING FAUCETS THAT LIMIT DELIVERY TO A MAXIMUM n:• 0.25 GALLONS OF HOT 4ATER FOR RECIRCULATING SYSTEMS AND TO A MAXIMUM OF 0.5 GALLONS FOR NON -RECIRCULATING SYSTEMS. AND SHALL BE EQUIPPED WITH DEVICES THAT LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF 110 DEGREE FAfiANHEIT. I CITY OF FONTANA FIRE AND OLICE CONTACT c+r w m%►I ON HAMMOND ENGINEER Englnisering Consultant 2472 Chambers Road, Sults 130 Tustin, CA 82680 (711) 544-0636 0 0 DRAWN S C M CHECKED DATE FW -5/t"114 SCALE NONE L" N0. fl L. U V L. L. 1)- I Is D W (7. - No. 23 6 G -ft s if L MORIN UD G LEG E •NP SYKBOI AF-BkE1�, �IDE SEE IFi110 AFL)VI LF -AIDE S . OF V. --- s . OF. V. SEWER/WASTE 61LOV of ADE "� ---- _ S• • - �. EXIST INC SEVEF r-k1N ♦'ENI fIFE - ---- - E. v. c OL D V JLT t F. tr t FE --'� !{.V. 10107 WRIER PIPE t�------- C. OAS IF I r E G F.1, I A f I F t - p. S. DOWNSPOUT , ----SO - S . D. STORn ORA IN -- �, ---- A. AIR (COKFRESSED) I C.V. GATE VALVE ly P . R _ V . P.R.%I PRESSURE REDUC 1 NC VALVE PRESSURE VALVE PO INT OF COkk'E ET ION J w 10 N i~•ATEk/MAr.nER iRRE ST OR 1./�.[ C E SS P/.NEI P-0 E. - -- - --f-- - --- I.•HA i�/i,P i..p . ACCESS PANEL FEL tAkV,. '�.A. aE1.016' CCADE FIDOR _.�1z �or�I _' - 1✓11. s . Iric�l. - ►�a, SN - _.- 6%4C4lZ4rot .1�1NI01;OP.*A I*0+1vo PIPE I N SjL AT 10 N i E D U L E f r1U10 1ENF. PIPE SIZE I INSIIL,ATION 'rml0KNESS IWSULAl IDI; 11r•ILIE 105`► - 2006r 1" AND LESS 1 O5 ` F • 20041" 411 414 i 2. 0" R = 4.0 THE CALIFORNIA NON-RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED, AND THE DESIGN, DRAWINGS, AND CALCULATIONS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. / � n A 4-kL 8/21 DATE WAVE AL CAL RE6 UPON T. -2-MATERIAL SPECIFICATIONS: A II Ml CCOOMPLAND RESSIVEE CEMENT TRENG1TH 3b00 PSI. AT 28 �GNAYS a$1MBAR 9 TERMEDIATE CINF�F�aNG WELDED WIRE MESH TM At85 ST INSIDE 3CS WITH JRPFESBLACK NO1QAS TM R-ASTM 0-41•FH.A.TY EOII.N 411SE0 FOR TPCUCt%T PURPOSES SES CCAASUNLESSTLCE�hgLT TT�Og� D � CDMR4CTE0 FILL APP ..6�TAIVOARD GROUND WATER SEAL- BUTYL rsO�F'k WIC OR CEMENT MORTAR. I , TING A 13 C 0 E F' G 'H LONGITUDINAL SECTION END VIEW M C NOTTINGHAM CO HIG THREE COMPARTMENT INDUSThIAL DNO 8038 DATE: 1-17-79 . DRAWN GW Of CALIFOPIPM$90 SOUTH ARROYO /KWY WASTE CLARIFIER rASAOCNA CALWOVM 94105 SCALE Se"4V SHEET I OF I CHKD REVISED DATEIzS urcn�ir�••� . 14. INSTALL BACKr,,.Ow PREVENTER DEVICES AS REQUIRED BY LOCAL CODE. 15. ALL PENETRATION OF FIRE -RA "t l) SURFACES SHALL BE MADE WITH A NON --COMBUSTIBLE KATUTAL OF A FIRE RATING EQUAL TO MATERIAL PEN`eTRATLZ a :?D SHALL BE COMPLETELY FIRESTOPPED . REFER 'M ARCHITEC'T'URAL PLANS TO DETERMINE FIRE -RATED SURFACES AND I'-'CLUDE ALL COSTS IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT EQUIPMENT STING PROVIDED AND .TNST'ALLED BY SIM. WILL FIT DIMENSIONALLY IN LOCATIONS SHOWN ON •THE CONT AACT DRAWINGS. - 17. ]PLUMBING COLO WATLR *ND NOT WATER LINES HAVE BEEN SIZED BY THE UNIFORM PLUMBIN ; COD=: 1908 TABLE 10-2. 18. EXALT LOCA'T'ION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL R OBT`, INr'.D F.10MI ARCHITECTURAL DRAWINGS. CDOROI � tAwf& PIPES FLOU TI �� I � 1��L--4 W rTH PCU I PM&H-r. 19. 'rEAr:H T,AVA r- )RY AND SINK HAVE ITS OWN SHUT OFF VALVE. 20. AI.L PLUMBING iIXTUR.E VENTS SHALL TERY.INATE HOT LESS THAN TEN FEET F'20M OR AT LEAST THREE FEET ABOVE, ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VLN'T' SHAFT, NOR LESS THAN ONE FOOT FROM ANY VERTICAL SURFACE. 21. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS. 22. UNIONS SHALL BE PROVIDED AND- INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. PROVIDE AND INSTALL ISOLATION UNIONS ON .ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 23. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIX'T'URE LOCATIONS AND MOUNTING HEIGHTS. ( INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH ARMSTRONG . "ARMOFLEX" OR EQUAL.) 24. THE CON*j.,,2AC7'OR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND THE ELECTRICAL LIGHTING LAYOUT. 25. ALL PLUMBING WORK SHALL BE INSTALLED SO AT TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 20. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 27. ALL PIPING DISCHARGING INTO FLOOR-SIN;�S AND/OR FLOOR -DRAINS SHALL HAVE A MINIMUM AIR GAP 'AS REQUIRED BY LOCAL CODES. 28. WHERE STREET MAIN PRESSURE EXCEEDS 80 PSI, PROVIDE PRESSURE REDUCING VALVE ASSEMBLY COMPLETE WITH RELIEF VALVE. 29. ALL SEWER PIPING BELOW FLOOR SHALL BE SLOPED AT A MINIMUM OF 1/4 INCH PER FOOT. 30. SHOWER HEADS, LAVATORY FAUCETS AND SINKS (NOT INCLTIDING SERVICE SINK FAUCETS) , SHALL MEET THE FLOW REQUIRk24ENTS OUTLINED IN THE APPLIANCE EFFICIENTY STANDARDS. 31. LAVATORIES IN RESTROOMS OF PUBLIC FACILIT7;-S SHALL BE EQUIPPED WITH OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A VAA.XIMUM OF 0.5 GPM OR WITH. SELF CLOSING FAUCETS THAT LIMIT DELIVERY TO A MAXIMUM n:• 0.25 GALLONS OF HOT 4ATER FOR RECIRCULATING SYSTEMS AND TO A MAXIMUM OF 0.5 GALLONS FOR NON -RECIRCULATING SYSTEMS. AND SHALL BE EQUIPPED WITH DEVICES THAT LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF 110 DEGREE FAfiANHEIT. I CITY OF FONTANA FIRE AND OLICE CONTACT c+r w m%►I ON HAMMOND ENGINEER Englnisering Consultant 2472 Chambers Road, Sults 130 Tustin, CA 82680 (711) 544-0636 0 0 DRAWN S C M CHECKED DATE FW -5/t"114 SCALE NONE L" N0. fl L. U V L. L. 1)- I Is D W (7. - No. 23 6 G -ft s if